1
514"
58" 5
8"4"
9" 2" 2'-912"
STEEL COLUMNCONTRACT # 2 SEE S-141
61 2"
5 8"
5 8"
5 8"
5 8"
4"
PTD GWB PARTITION
BLEACHERS ABOVE
2 HR FIRE RATED EXPANSIONJOINT
L.1
LL
L.1
M
BLEACHER STEPSBEYOND
112"
112"
PTD GWB PARTITION
112" Ø PTD STEEL
HANDRAIL, ABOVE
38" PTD STEEL BENTPLATE BRACKET FORHANDRAIL
5" Ø BASE PLATESET BELOW SPORTSFLOORING, TYP.
21 2"
1'-0
"
METAL CLADDING &FRAMINGCONTRACT #2
MISC. STL21
2" X 212" HSS @ 4'-0"
O.C. MAX
ALUMINUM COMPOSITECLADDING
BATT INSULATION
BLEACHER BENCH SEATBEYOND, PER BLEACHERMFR.
9"
212"
6"
58"5
8" 258"25
8"
MISC. STL 212" X 21
2" HSS@ 4'-0" O.C. MAX
ALUMINUM COMPOSITECLADDING
LINE OF ALUMINUMCOMPOSITE CLADDING,ABOVE
BLEACHER SEATING,ABOVE
RATED HOLLOWMETAL DOOR
638"
212"
58" 25
8"58"
BATT INSULATION
LINE OF ALUMINUMCOMPOSITE CLADDING,ABOVE
MISC. STL21
2" X 212" HSS
41 4"
ALUMINUM COMPOSITECLADDING
1'-0
1 2"
5 8"5 8
"4"
2"
5 8"
5 8"
4"
LINE OF ALUMINUMCOMPOSITE CLADDING,ABOVE
RATED HOLLOW METAL DOOR
LINE OF ALUMINUMCOMPOSITE CLADDING,ABOVE
BLEACHER STEPS,ABOVE
T03G
RATED HOLLOW METAL DOOR
BLEACHER STEPS ABOVE
RATED HOLLOW METAL DOOR
ALUMINUM COMPOSITECLADDING
L.1
+28'-0"MEZZANINE LEVEL
ALUMINUM COMPOSITEPANEL CLADDING
MISC. STL21
2" X 212" HSS
31 4"
EDGE OF CONC. SLAB,BELOW
1'-4
1 2" C
LEAR
9"21
2" 58"5
8" 258"25
8"
N
514"
58" 5
8"4"
112"1
12"
METAL CLADDINGCONTRACT #2
GIRT, BEYONDCONTRACT #2
METAL FRAMINGFASTENED TO GIRT
Z CLIP PER GYMPADDING MFR
FLAME RETARDENT GYMPADDING FASTENED TOMETAL FRAMING
112" Ø S.S. HANDRAIL,
ABOVE
38" PTD STEEL BENTPLATE BRACKET FORHANDRAIL
PTD GWB PARTITION
+41'-4"UPPER LEVEL
2"
21 2"
ALIGNTYP.
5 8"
5 8"
2'-212"7"
1'-7
1 8" 1'-0
1 2"
65 8"
1'-0
"
L.1
11A682
8A682
12A682
MTL7
MTL6
SLO
PE
PTD 18 GA. BRAKE MTLCOVER ON MTL FRAMING
NOTCH BRAKE MTL ATFLANGE, TYP.
RETURN BRAKE MTL TOTRACK FLOOR
1
STL COLUMNCONTRACT #2BASE PLATE, BEYOND
PTD BLOCKING, 12" REVEAL, TYP.
14" PTD ORNAMENTAL STL PLATE.COUNTERSINK FASTENERS, TYP.
MTL-6
21
5 8"
T11E
21
21
09
MTL-6
GWB-1/P-5
MTL-6
MTL-7
MTL-7
758"
314"
9"
09
09
MTL-6
GWB-1/P-5
21
T03J
1"
12A681
21
21
RATED PARTITION
RATED PARTITION
GWB PARTITION
GWB PARTITION
RATED PARTITION
RATED PARTITION
PTD REVEAL AT DOORUSE P-5
PTD REVEAL AT DOOR USE P-5METAL CLADDING CONTRACT #2
HSS TUBE W/ INTUMESCENT PAINTCONTRACT #2
EDGE OF GIRT, BEYONDCONTRACT #2
ALIGN PARTITIONW/ EDGE OFSOFFIT ABOVESPRAY ONFIREPROOFING, TYP
BLEACHER & VOMITORY PLAN DETAILS
TR
IM
H
ER
E
TR
IM
H
ER
E
THE CONSTRUCTION OF A MULTI-PURPOSE INDOOR ATHLETIC FACILITY IN OCEAN BREEZE PARK,
BOUNDED BY QUNITARD STREET, MASON AVENUE AND SEAVIEW HOSPITAL,
BOROUGH OF STATEN ISLAND
PHASE:
REVISIONS:
DATE: REVISION No. REMARKS:
03.15.2012 N.A. N.A.
100% BID DOCUMENTS
WEIDLINGER ASSOCIATES INC.
375 HUDSON STREET
NEW YORK, NEW YORK 10014
T: 212.367.3000 F: 212.367.2910
sageandcoombearchitects12-16 Vestry Street / 5th Floor / New York NY 10013tel 212.226.9600 / fax 212.226.8456www.sageandcoombe.com
MEP ENGINEER:
STRUCTURAL ENGINEER:
ARCHITECT:
PHASE:
GENERAL NOTE:
WORK SHOWN ON EITHER THE ARCHITECTURAL OR THE ENGINEERING DRAWINGS MAY REQUIRE THE
ATTENTION OF MORE THAN ONE PRIME CONTRACTOR. THOUGH THE WORK OF EACH TRADE MAY BE
SHOWN IN SEPARATE SECTIONS OF THE DOCUMENTS, EACH PRIME CONTRACTOR IS RESPONSIBLE FOR
FAMILIARIZING THEMSELVES WITH THE FULL SET OF DOCUMENTS AND THE ASSOCIATED ISSUES OF
COORDINATION AND INTERFACE WITH THE OTHER TRADES.
IT IS THE RESPONSIBILITY OF EACH PRIME CONTRACTOR TO NOTIFY THE OWNER/ARCHITECT OF ANY
CONFLICTS OR DISCREPANCIES, FIELD CONDITIONS OR OTHER MITIGATING CIRCUMSTANCES THAT
WOULD AFFECT THE SUCCESSFUL COMPLETION OF THE SCOPE OF THE WORK OUTLINED IN THESE
DOCUMENTS.
THE GENERAL CONSTRUCTION CONTRACTOR (CONTRACT #R149-108M) SHALL BE RESPONSIBLE FOR THE
COORDINATION AND INTEGRATION OF THE WORK OF ITS SUBCONTRACTORS AND ANY OTHER PRIME
CONTRACTORS THAT MAY BE PRESENT ON THE PROJECT SITE. INASMUCH AS THE COMPLETION OF THE
PROJECT WITHIN THE PRESCRIBED LIMIT OF TIME IS DEPENDENT VERY LARGELY UPON THE CLOSE AND
ACTIVE COOPERATION OF ALL THOSE ENGAGED THEREIN, IT IS THEREFORE EXPRESSLY UNDERSTOOD
AND AGREED THAT THE GENERAL CONSTRUCTION CONTRACTOR AND EACH OF THE OTHER PRIME
CONTRACTORS (CONTRACTS # R149-108M, R149-208M, R149-308M, R149-408M) SHALL LAY OUT AND INSTALL
ITS WORK AT SUCH TIME OR TIMES AND IN SUCH MANNER AS NOT TO DELAY OR INTERFERE WITH THE
CARRYING FORWARD OF THE WORK OF OTHER PRIME CONTRACTORS.
AMBROSINO DEPINTO & SCHMIEDER
275 SEVENTH AVENUE
NEW YORK, NY 10001
T: 212.645.6060 F: 212.645.6533
MKW + ASSOCIATES
39 PARK AVENUE
RUTHERFORD, NEW JERSEY 07070
T: 201.933.7809 F: 201.933.8702
LANDSCAPE ARCHITECT,
SITE PLANNING, AND
URBAN DESIGN:
KEYPLAN:
LIGHTING DESIGN:
HORTON LEES BROGDEN LIGHTING DESIGN
200 PARK AVENUE SOUTH, SUITE 1401
NEW YORK, NY 10003
T: 212.674.5580 F: 212.254.2712
ACOUSTICS, AV, IT,
DATA, & SECURITY:
SHEN, MILSON & WILKE, INC.
417 FIFTH AVENUE, 5TH FLOOR
NEW YORK, NY 10016
T: 212.725.6800 F: 212.725.0864
PROJECT
NORTH
NORTH
LAND USE
CONSULTANT:
RAMPULLA ASSOCIATES ARCHITECTS
153 3rd STREET
STATEN ISLAND, NY 10306
T: 718.987.1310 F: 718.987.1565
LEED
CONSULTANT:
STEVEN WINTER ASSOCIATES
307 7th AVENUE, SUITE 1701
NEW YORK, NY 10001
T: 212.564.5800 F: 212.741.8673
PROJECT TITLE
DRAWING TITLE
DESIGNED BY
REVIEWED-TEAM LEADER
FORESTRY:
DRAWING NO.B-SCAN
CHECKED BY
CONTRACT NO.
DRAWN BY
APPROVED-DIRECTOR
APPROVED-CHIEF ENGINEER
SCALE
APPROVED-DEPUTY CHIEF OF DESIGN
DATE
100% BID DOCUMENTS
Sage and Coombe Architects Peter Coombe, AIA
Kevin Quinn, R.A.Michael Browne, R.L.A.
R149-108M PlaNYC
John NatoliDavid Carlson, R.L.A.
03.15.2012
X/AXXX
X/AXXX
Olmsted Center
Flushing Meadows Corona Park
Flushing, New York 11368
City of New York
Parks & Recreation
SEAL
A-680.00
OB
1 PLAN DETAILSCALE: 1 1/2" = 1'-0"
1 1/2" = 1'-0"
2 PLAN DETAILSCALE: 1 1/2" = 1'-0"
3 PLAN DETAILSCALE: 1 1/2" = 1'-0"
4 PLAN DETAILSCALE: 1 1/2" = 1'-0"
5 PLAN DETAILSCALE: 1 1/2" = 1'-0"
6 PLAN DETAILSCALE: 1 1/2" = 1'-0"
7 PLAN DETAILSCALE: 1 1/2" = 1'-0"
8 PLAN DETAILSCALE: 1 1/2" = 1'-0"
L.1L.1L
L.1
NN N N
6", TYP.
1'-1", TYP. 1'-1", TYP.
1"
8",
TYP.
6", TYP.
1'-412", TYP.
1"
1'-4
", TY
P.
912", TYP.
1'-412", TYP. 91
2", TYP.
1'-4
", TY
P.
2'-8
", TY
P.
2'-2
"1'-0
"
2"
6", TYP.412"
L.1
2'-1
0"
4'-1
01 2"
RATED PARTITION
BLEACHER RAKER BEAM
SPRAY ON FIREPROOFING ONBLEACHER STRUCTURE, TYP.
112" ANODIZED ALUMINUM T&G
BLEACHER DECKING
STRUCTURAL STL BEAMCONTRACT #22" SPRAY ON FIREPROOFING,TYP.
ANODIZED ALUMINUMBLEACHER BENCH SEAT
PTD ALUMINUM BLEACHERRISER
CONC. ON METAL DECK
14" THICK PTD STEELCONTRASTING NOSING W/ ANTISLIP TREAD EMBED IN SLAB.COLOR TO MATCH ADJACENTCONSTRUCTION, TYP.
2"
RATED PARTITION
BLEACHER RAKER BEAM
SPRAY ON FIREPROOFING ONBLEACHER STRUCTURE, TYP.
STL BEAM CONTRACT #2
SPRAY ON FIREPROOFING
CONC. ON METAL DECK
FLOOR MOUNT FORBLEACHER BENCH SEAT
14" THICK PTD STEELCONTRASTING NOSINGW/ ANTI SLIP TREADEMBED IN SLAB
2"
112" ANODIZED ALUMINUM T&G
BLEACHER DECKING
BLEACHER RAKER BEAM
SPRAY ON FIREPROOFING ONBLEACHER STRUCTURE, TYP.
ANODIZED ALUMINUMBLEACHER STAIR TREAD W/CONTRASTING NOSINGFACTORY APPLIED BAKED-ONCOATING ON ALUMINUMBLEACHER STAIR RISER
112" ANODIZED ALUMINUMT&G BLEACHER DECKING
ANODIZED ALUMINUMBLEACHER BENCH SEAT
BLEACHER RAKER BEAM PERBLEACHER MFR
ADA SEATING
112" ANODIZED ALUMINUMT&G BLEACHER DECKING
NEOPRENE SPACER, TYP.FASTEN POST TO BLEACHERSTRUCTURE W/ S.S.FASTENERS, TYP.
PROVIDE MISC. STLSTRUCTURE FOR GUARDRAILAS REQ'D. COORDINATE W/BLEACHER MFR.
2" X 2" PTD ORNAMENTALSTL ANGLE
S.S. CABLE SYSTEM
4" O
.C. TY
P.
2" X 2" PTD ORNAMENTALSTL TUBE W/ ENDCAPS
RATED PARTITION
T03G
T03D&
FIRE RATED HOLLOW METALDOOR
RETURN AIR GRILLE. 60%OPEN PERFORATED PANEL TOMATCH ALUMINUMCOMPOSITE PANELS
F16 LIGHT FIXTURE
RETURN AIR DUCT SEE M131& M132
2HR FIRE RATED DUCT WRAP
STRUCTURAL STEEL BEAMCONTRACT #2SPRAY ON FIREPROOFING
CONC. ON METAL DECK
SLAB PENETRATION SEES-171 & S172
RETURN AIR GRILLE. 60%OPEN PERFORATED PANEL TOMATCH ALUMINUMCOMPOSITE PANELS
ALUMINUM COMPOSITEPANEL
MTL FRAMING FOR VOMITORYCEILING AS REQ'D
RETURN AIR DUCT SEE M131& M132DUCTWORK TO FIT BETWEENBLEACHER RAKERS
2HR FIRE RATED DUCT WRAP
STRUCTURAL STEEL BEAMCONTRACT #2
2" SPRAY ON FIREPROOFING
BLEACHER RAKER BEAM,BEYOND
SEE TO 1/A681 FOR TYPICALBLEACHER COMPONENTS
ALUMINUM COMPOSITEPANEL
STRUCTURAL STL BEAMCONTRACT #2
2" SPRAY ON FIREPROOFING
MISC. STL ANGLE FASTENEDTO MEZZANINE BEAM
MISC. STL 212" X 21
2" HSS POST@ 4'-0" O.C. MAX.
CONC. ON METAL DECK
12" THICK BENT STL PLATEPOUR STOP
3/8" X 112" PTD
ORNAMENTAL STEELFLAT BAR RAILATTACHMENT, BEYOND
112" X 11
2" PTD ORNAMENTAL STLTUBE RAIL, BEYOND
ALUMINUM COMPOSITEPANEL
STRUCTURAL STL BEAMCONTRACT #2
SPRAY ON FIREPROOFING
MISC. STL ANGLEFASTENED TO MEZZANINEBEAM
MISC. STL 212" X 21
2" HSS POST@ 4'-0" O.C. MAX.
CONC. ON METAL DECK
12" THICK BENT STL PLATE
GWB ON MTL FRAMING
PROVIDE FIRE STOP ATPENETRATION THROUGHRATED PARTITION, TYP.
RATED PARTITION
FIRE RATED EXPANSION JOINT
CONC. ON MTL DECKING
SPRAY ON FIREPROOFING
STRUCTURAL STL BEAMCONTRACT #2
RATED PARTITION
11 GA. PTD STEEL BRAKEMETAL JOINT COVERFASTENED TO RATEDPARTITION
112" ANODIZED ALUMINUM T&G
BLEACHER DECKING
SPRAY ON FIREPROOFING
BLEACHER STRUCTURE
4" PTD ALUMINUM WALL BASEPROVIDED BY BLEACHER MFR
4"4"2"
MTL BUILDING CLADDINGCONTRACT #2
PTD STL TUBECONTRACT #2 REMOVECOATING AS NECESSARY TOATTACH EXPANSION JOINT
STL BEAM CONTRACT #22" SPRAY ON FIREPROOFING
FIRE RATED EXPANSION JOINT
SLAB ON MTL DECKING
112" ANODIZED ALUMINUM T&G
BLEACHER DECKING
SPRAY ON FIREPROOFING
BLEACHER STRUCTURE
MTL BUILDING CLADDINGCONTRACT #2
MTL BUILDING 'Z GIRT'CONTRACT #2
2"
MTL STUD FRAMING FASTENED TOCONTRACT # 2 GIRTS
212" 2"
6"4"
FIRE RESISTANT GYMPADDING
Z CLIP ATTACHMENT PERPADDING MFR
CONC. SLABCONTRACT #1
3A680
POUR STOP, TYP.
2121
4A759
1'-4
"
21
POUR STOP, TYP.
STL BRACINGSEE 2/A672 FOR TYPICALNOTES
21
1'-6"
POUR STOP
21
1'-6"
FACTORY APPLIED BAKED-ONCOATING ON ALUMINUMBLEACHER RISER
FACTORY APPLIED BAKED-ONCOATING ON ALUMINUMSIDE OF BLEACHER STEP
FACTORY APPLIED BAKED-ONCOATING ON ALUMINUMBLEACHER BENCH MOUNTINGBRACKET
FACTORY APPLIEDBAKED-ON COATING ONALUMINUM BLEACHERRISER
5 8"
09
MTL-6
GWB-1/P-5MTL-6
MTL-6
MTL-7
GWB ON MTL FRAMING
5 8"
1'-4"
POUR STOP
FACTORY APPLIED BAKED-ONCOATING ON ALUMINUMBLEACHER RISER
MTL-7
2'-1
0"
1014"
7"9"
258"
58"21
2"58"25
8"
5 8"
POUR STOP
GWB-1/P-5
BLEACHER & VOMITORY SECTION DETAILS
TR
IM
H
ER
E
TR
IM
H
ER
E
THE CONSTRUCTION OF A MULTI-PURPOSE INDOOR ATHLETIC FACILITY IN OCEAN BREEZE PARK,
BOUNDED BY QUNITARD STREET, MASON AVENUE AND SEAVIEW HOSPITAL,
BOROUGH OF STATEN ISLAND
PHASE:
REVISIONS:
DATE: REVISION No. REMARKS:
03.15.2012 N.A. N.A.
100% BID DOCUMENTS
WEIDLINGER ASSOCIATES INC.
375 HUDSON STREET
NEW YORK, NEW YORK 10014
T: 212.367.3000 F: 212.367.2910
sageandcoombearchitects12-16 Vestry Street / 5th Floor / New York NY 10013tel 212.226.9600 / fax 212.226.8456www.sageandcoombe.com
MEP ENGINEER:
STRUCTURAL ENGINEER:
ARCHITECT:
PHASE:
GENERAL NOTE:
WORK SHOWN ON EITHER THE ARCHITECTURAL OR THE ENGINEERING DRAWINGS MAY REQUIRE THE
ATTENTION OF MORE THAN ONE PRIME CONTRACTOR. THOUGH THE WORK OF EACH TRADE MAY BE
SHOWN IN SEPARATE SECTIONS OF THE DOCUMENTS, EACH PRIME CONTRACTOR IS RESPONSIBLE FOR
FAMILIARIZING THEMSELVES WITH THE FULL SET OF DOCUMENTS AND THE ASSOCIATED ISSUES OF
COORDINATION AND INTERFACE WITH THE OTHER TRADES.
IT IS THE RESPONSIBILITY OF EACH PRIME CONTRACTOR TO NOTIFY THE OWNER/ARCHITECT OF ANY
CONFLICTS OR DISCREPANCIES, FIELD CONDITIONS OR OTHER MITIGATING CIRCUMSTANCES THAT
WOULD AFFECT THE SUCCESSFUL COMPLETION OF THE SCOPE OF THE WORK OUTLINED IN THESE
DOCUMENTS.
THE GENERAL CONSTRUCTION CONTRACTOR (CONTRACT #R149-108M) SHALL BE RESPONSIBLE FOR THE
COORDINATION AND INTEGRATION OF THE WORK OF ITS SUBCONTRACTORS AND ANY OTHER PRIME
CONTRACTORS THAT MAY BE PRESENT ON THE PROJECT SITE. INASMUCH AS THE COMPLETION OF THE
PROJECT WITHIN THE PRESCRIBED LIMIT OF TIME IS DEPENDENT VERY LARGELY UPON THE CLOSE AND
ACTIVE COOPERATION OF ALL THOSE ENGAGED THEREIN, IT IS THEREFORE EXPRESSLY UNDERSTOOD
AND AGREED THAT THE GENERAL CONSTRUCTION CONTRACTOR AND EACH OF THE OTHER PRIME
CONTRACTORS (CONTRACTS # R149-108M, R149-208M, R149-308M, R149-408M) SHALL LAY OUT AND INSTALL
ITS WORK AT SUCH TIME OR TIMES AND IN SUCH MANNER AS NOT TO DELAY OR INTERFERE WITH THE
CARRYING FORWARD OF THE WORK OF OTHER PRIME CONTRACTORS.
AMBROSINO DEPINTO & SCHMIEDER
275 SEVENTH AVENUE
NEW YORK, NY 10001
T: 212.645.6060 F: 212.645.6533
MKW + ASSOCIATES
39 PARK AVENUE
RUTHERFORD, NEW JERSEY 07070
T: 201.933.7809 F: 201.933.8702
LANDSCAPE ARCHITECT,
SITE PLANNING, AND
URBAN DESIGN:
KEYPLAN:
LIGHTING DESIGN:
HORTON LEES BROGDEN LIGHTING DESIGN
200 PARK AVENUE SOUTH, SUITE 1401
NEW YORK, NY 10003
T: 212.674.5580 F: 212.254.2712
ACOUSTICS, AV, IT,
DATA, & SECURITY:
SHEN, MILSON & WILKE, INC.
417 FIFTH AVENUE, 5TH FLOOR
NEW YORK, NY 10016
T: 212.725.6800 F: 212.725.0864
PROJECT
NORTH
NORTH
LAND USE
CONSULTANT:
RAMPULLA ASSOCIATES ARCHITECTS
153 3rd STREET
STATEN ISLAND, NY 10306
T: 718.987.1310 F: 718.987.1565
LEED
CONSULTANT:
STEVEN WINTER ASSOCIATES
307 7th AVENUE, SUITE 1701
NEW YORK, NY 10001
T: 212.564.5800 F: 212.741.8673
PROJECT TITLE
DRAWING TITLE
DESIGNED BY
REVIEWED-TEAM LEADER
FORESTRY:
DRAWING NO.B-SCAN
CHECKED BY
CONTRACT NO.
DRAWN BY
APPROVED-DIRECTOR
APPROVED-CHIEF ENGINEER
SCALE
APPROVED-DEPUTY CHIEF OF DESIGN
DATE
100% BID DOCUMENTS
Sage and Coombe Architects Peter Coombe, AIA
Kevin Quinn, R.A.Michael Browne, R.L.A.
R149-108M PlaNYC
John NatoliDavid Carlson, R.L.A.
03.15.2012
X/AXXX
X/AXXX
Olmsted Center
Flushing Meadows Corona Park
Flushing, New York 11368
City of New York
Parks & Recreation
SEAL
A-681.00
OB
1 SECTION DETAILSCALE: 1 1/2" = 1'-0"
1 1/2" = 1'-0"
2 SECTION DETAILSCALE: 1 1/2" = 1'-0"
3 SECTION DETAILSCALE: 1 1/2" = 1'-0"
4 SECTION DETAILSCALE: 1 1/2" = 1'-0"
5 SECTION DETAILSCALE: 1 1/2" = 1'-0"
6 SECTION DETAILSCALE: 1 1/2" = 1'-0"
7 SECTION DETAILSCALE: 1 1/2" = 1'-0"
8 SECTION DETAILSCALE: 1 1/2" = 1'-0"
9 SECTION DETAILSCALE: 1 1/2" = 1'-0"
10 SECTION DETAILSCALE: 1 1/2" = 1'-0"
11 SECTION DETAILSCALE: 1 1/2" = 1'-0"
12 SECTION DETAILSCALE: 1 1/2" = 1'-0"
L.1
1
1
6", TYP.
1'-1", TYP. 1'-1", TYP.
1"
REFER TO 1/A681 FORBLEACHER STAIRCOMPONENTS
STRUCTURAL STL BEAMCONTRACT # 2
SPRAY ON FIREPROOFING
FASTEN BLEACHER RAKERBEAM TO MEZZANINE BEAM.NO POST TO TRACK LEVEL.COORDINATE CONNECTION W/BLEACHER MFR ANDSTRUCTURAL ENGINEER.
BLEACHER RAKER BEAM
PTD GWB CEILING ON MTLFRAMING
REFER TO 1/A681 FORBLEACHER STAIRCOMPONENTS
ANODIZED ALUMINUMBLEACHER HANDRAIL
ATTACHMENT BRACKETPROVIDED BY BLEACHER MFR
2'-1
0"
1'-0
"2" X 2" PTD STL ANGLE
S.S. CABLE SYSTEM
2" X 2" PTD ORNAMENTALSTL TUBE W/ ENDCAPS
PTD STL BASE PLATE
NEOPRENE SPACER
PROVIDE STRUCTURE FORGUARDRAIL ATTACHMENTAS REQ'D COORDINATE W/BLEACHER MFR.
112" ANODIZED ALUMINUMT&G DECKING AT LANDINGAT T.O. BLEACHERS
REFER TO 7/A681 FORBLEACHER COMPONENTS
2'-2
"
4" O
.C. TY
P.
BLEACHER PLATFORMSTRUCTURE
SPRAY ON FIREPROOFING ONPLATFORM STRUCTURE
112" ANODIZED ALUMINUMT&G DECKING AT LANDINGAT T.O. BLEACHERSPROVIDE STRUCTURE FORGUARDRAIL ATTACHMENTAS REQ'D COORDINATE W/BLEACHER MFR.
2" X 2" PTD ORNAMENTALSTL ANGLE
S.S. CABLE SYSTEM
2" X 2" PTDORNAMENTAL STL TUBEW/ ENDCAPS
PTD STL BASE PLATE
NEOPRENE SPACER
3'-6
"
4" O
.C. TY
P.
3'-6
"
2'-1
0"
8"
PTD GWB CEILING
BLEACHER RAKER BEAM
FASTEN HSS POST TO RAKERBEAM
MISC. STL 212" X 21
2" HSS POSTAT 4'-0" O.C. MAX, BEYOND
BATT INSULATION
112" ANODIZED ALUMINUMT&G DECKING AT LANDINGAT T.O. BLEACHERS
2 LAYERS PTD GWB ON 4"MTL STUD
MISC. STL21
2" X 212" HSS RAIL
SHIM AS REQ'D
ALUMINUM COMPOSITEPANEL
FASTEN HSS POST TO RAKERBEAM
MISC. STL 212" X 21
2" HSS POSTAT 4'-0" O.C. MAX
GWB ON MTL FRAMING
ORNAMENTAL STL 212" X 21
2"HSS RAIL
VOMITORY GUARD, BEYOND
112" X 11
2" PTD STL TUBE RAIL
ORNAMENTAL STL 112" X 38" PTD
FLAT BAR RAIL ATTACHMENT@ JOINTS IN ALUMINUM
PANELS
ALIGN
FASTEN HSS POST TO RAKERBEAM
MISC. STL 212" X 21
2" HSS POSTAT 4'-0" O.C. MAX, BEYOND
BATT INSULATION
112" ANODIZED ALUMINUMT&G DECKING AT LANDINGAT T.O. BLEACHERS
PTD GWB PARTITION
MISC. STL21
2" X 212" HSS RAIL
SHIM AS REQ'D
BLEACHER RAKER BEAM
CONC. ON MTL DECK
STRUCTURAL STL BEAMCONTRACT #2
BLEACHER RAKER BEAM, PERBLEACHER MFR.
FASTEN HSS POST TO RAKERBEAM
212" X 21
2" HSS POST AT 4'-0"O.C. MAX, BEYOND
BATT INSULATION
112" ANODIZED ALUMINUMT&G DECKING AT LANDINGAT T.O. BLEACHERS
212" X 21
2" HSS RAIL
SHIM AS REQ'D
514"
58"4"
58"
112"
112"
112" Ø S.S. HANDRAIL
S.S. HANDRAIL MOUNTINGBRACKET SEE 15/A620
CONC. SLABCONTRACT #1
T.O. MEZZANINE SLAB, BEHIND
2" EXPANSION JOINT FIRERATED EXPANSION JOINT,
BEYOND
HSS TUBE, BEYOND.CONTRACT #2
MTL BUILDING CLADDING,CONTRACT #2
2'-1"
3'-6
"
2'-1
0"
514"51
4"2'-1"1'-9"
7"2"3'-6
"
2'-1
0"
1'-0
"
FASTEN HSS POST TO RAKER BEAM
212" X 21
2" HSS POST AT 4'-0"O.C. MAX, BEYOND
BATT INSULATION
112" ANODIZED ALUMINUMT&G DECKING AT LANDINGAT T.O. BLEACHERS
212" X 21
2" HSS RAILSHIM AS REQ'D
PTD ALUMINUM WALL BASEPROVIDED BY BLEACHER MFR
BLEACHER RAKER BEAM
CONC. ON MTL DECKING
STL BEAM
HSS TUBE W/ INTUMESCENTPAINT, CONTRACT #22 HR FIRE RATED EXPANSIONJOINT
112" Ø S.S. HANDRAIL
S.S. HANDRAIL MOUNTINGBRACKET SEE 15/A620
PTD 18 GA. BRAKE MTLCOVER ON MTL FRAMING
COLUMN, BEYOND
SLO
PE
NOTCH BRAKE MTL AROUND COLUMN
GWB1
P6
GYPSUMSHEATHING
6" HEAVY GA.STEEL JOISTS
AT 16" O.C.
6" HEAVY GA.STEEL STUDS AT
16" O.C.
4" X 4" ALUMINUMANGLE 4
"
PTD ALUMINUM WALL BASEPROVIDED BY BLEACHER MFR
03
1'-0
"
GYPSUMSHEATHING
6" HEAVY GA.STEEL JOISTS
AT 16" O.C.
6" HEAVY GA. STEELSTUDS AT 16" O.C.
4" X 4" ALUMINUMANGLE
9-
5-
PTD BLOCKING, 12" REVEAL, TYP.
14" PTD ORNAMENTAL STL PLATE.COUNTERSINK FASTENERS, TYP.
PTD BLOCKING, 12" REVEAL, TYP.
14" PTD ORNAMENTAL STL PLATE.COUNTERSINK FASTENERS, TYP.
1N2" 2'-0"
GWB-1/P-6
GWB-1/P-6
CONC. SLABCONTRACT #1
TURN BRAKEMETAL ATTERMINATION,TYP.
4"
1'-0
"
4" 1'-0
"4"
PTD 18 GA.BRAKE MTL
6" HEAVY GA.STEEL JOISTSAT 16" O.C.
LINE OF BRAKEMTL, BEYOND
T.O. GWBGUARDRAIL,BEYOND
STL COLUMNCONTRACT #2
EDGE OF STL COLUMNFLANGE, BEYOND
FOR TYPICALNOTES REFER TO9/A681
CONC. ON MTLDECK CONTRACT#2
6" HEAVY GA.MTL STUD AT 16"O.C. TYP.
6" HEAVY GA.STEEL JOISTSAT 16" O.C.
PTD 18 GA.BRAKE MTL
GYPSUMSHEATHING
TURN BRAKEMETAL ATTERMINATION,TYP.
T.O. GWBGUARDRAIL,BEYOND
4" PTD ALUMINUM WALL BASEPROVIDED BY BLEACHER MFR
GWB-1/P-5
09
PTD BLOCKING, 12" REVEAL, TYP.
14" PTD ORNAMENTAL STLPLATE. COUNTERSINKFASTENERS, TYP.
BLEACHER BENCH SEAT,BEYOND
MTL-6
MTL-7MTL-7
MTL-6MTL-6
MTL-7
FACTORY APPLIED BAKED-ONCOATING ON ALUMINUM
BLEACHER RISER
BLEACHER STRUCTURE
GWB-1/P-5
4" PTD ALUMINUM WALL BASEPROVIDED BY BLEACHER MFR
PTD BLOCKING, 12"
REVEAL, TYP.
14" PTD ORNAMENTAL STLPLATE. COUNTERSINKFASTENERS, TYP.
SPRAY-ON FIREPROOFING ONBLEACHER STRUCTURE
FACTORY APPLIED BAKED-ONCOATING ON ALUMINUMBLEACHER RISER
BLEACHER & VOMITORY SECTION DETAILS
TR
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TR
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THE CONSTRUCTION OF A MULTI-PURPOSE INDOOR ATHLETIC FACILITY IN OCEAN BREEZE PARK,
BOUNDED BY QUNITARD STREET, MASON AVENUE AND SEAVIEW HOSPITAL,
BOROUGH OF STATEN ISLAND
PHASE:
REVISIONS:
DATE: REVISION No. REMARKS:
03.15.2012 N.A. N.A.
100% BID DOCUMENTS
WEIDLINGER ASSOCIATES INC.
375 HUDSON STREET
NEW YORK, NEW YORK 10014
T: 212.367.3000 F: 212.367.2910
sageandcoombearchitects12-16 Vestry Street / 5th Floor / New York NY 10013tel 212.226.9600 / fax 212.226.8456www.sageandcoombe.com
MEP ENGINEER:
STRUCTURAL ENGINEER:
ARCHITECT:
PHASE:
GENERAL NOTE:
WORK SHOWN ON EITHER THE ARCHITECTURAL OR THE ENGINEERING DRAWINGS MAY REQUIRE THE
ATTENTION OF MORE THAN ONE PRIME CONTRACTOR. THOUGH THE WORK OF EACH TRADE MAY BE
SHOWN IN SEPARATE SECTIONS OF THE DOCUMENTS, EACH PRIME CONTRACTOR IS RESPONSIBLE FOR
FAMILIARIZING THEMSELVES WITH THE FULL SET OF DOCUMENTS AND THE ASSOCIATED ISSUES OF
COORDINATION AND INTERFACE WITH THE OTHER TRADES.
IT IS THE RESPONSIBILITY OF EACH PRIME CONTRACTOR TO NOTIFY THE OWNER/ARCHITECT OF ANY
CONFLICTS OR DISCREPANCIES, FIELD CONDITIONS OR OTHER MITIGATING CIRCUMSTANCES THAT
WOULD AFFECT THE SUCCESSFUL COMPLETION OF THE SCOPE OF THE WORK OUTLINED IN THESE
DOCUMENTS.
THE GENERAL CONSTRUCTION CONTRACTOR (CONTRACT #R149-108M) SHALL BE RESPONSIBLE FOR THE
COORDINATION AND INTEGRATION OF THE WORK OF ITS SUBCONTRACTORS AND ANY OTHER PRIME
CONTRACTORS THAT MAY BE PRESENT ON THE PROJECT SITE. INASMUCH AS THE COMPLETION OF THE
PROJECT WITHIN THE PRESCRIBED LIMIT OF TIME IS DEPENDENT VERY LARGELY UPON THE CLOSE AND
ACTIVE COOPERATION OF ALL THOSE ENGAGED THEREIN, IT IS THEREFORE EXPRESSLY UNDERSTOOD
AND AGREED THAT THE GENERAL CONSTRUCTION CONTRACTOR AND EACH OF THE OTHER PRIME
CONTRACTORS (CONTRACTS # R149-108M, R149-208M, R149-308M, R149-408M) SHALL LAY OUT AND INSTALL
ITS WORK AT SUCH TIME OR TIMES AND IN SUCH MANNER AS NOT TO DELAY OR INTERFERE WITH THE
CARRYING FORWARD OF THE WORK OF OTHER PRIME CONTRACTORS.
AMBROSINO DEPINTO & SCHMIEDER
275 SEVENTH AVENUE
NEW YORK, NY 10001
T: 212.645.6060 F: 212.645.6533
MKW + ASSOCIATES
39 PARK AVENUE
RUTHERFORD, NEW JERSEY 07070
T: 201.933.7809 F: 201.933.8702
LANDSCAPE ARCHITECT,
SITE PLANNING, AND
URBAN DESIGN:
KEYPLAN:
LIGHTING DESIGN:
HORTON LEES BROGDEN LIGHTING DESIGN
200 PARK AVENUE SOUTH, SUITE 1401
NEW YORK, NY 10003
T: 212.674.5580 F: 212.254.2712
ACOUSTICS, AV, IT,
DATA, & SECURITY:
SHEN, MILSON & WILKE, INC.
417 FIFTH AVENUE, 5TH FLOOR
NEW YORK, NY 10016
T: 212.725.6800 F: 212.725.0864
PROJECT
NORTH
NORTH
LAND USE
CONSULTANT:
RAMPULLA ASSOCIATES ARCHITECTS
153 3rd STREET
STATEN ISLAND, NY 10306
T: 718.987.1310 F: 718.987.1565
LEED
CONSULTANT:
STEVEN WINTER ASSOCIATES
307 7th AVENUE, SUITE 1701
NEW YORK, NY 10001
T: 212.564.5800 F: 212.741.8673
PROJECT TITLE
DRAWING TITLE
DESIGNED BY
REVIEWED-TEAM LEADER
FORESTRY:
DRAWING NO.B-SCAN
CHECKED BY
CONTRACT NO.
DRAWN BY
APPROVED-DIRECTOR
APPROVED-CHIEF ENGINEER
SCALE
APPROVED-DEPUTY CHIEF OF DESIGN
DATE
100% BID DOCUMENTS
Sage and Coombe Architects Peter Coombe, AIA
Kevin Quinn, R.A.Michael Browne, R.L.A.
R149-108M PlaNYC
John NatoliDavid Carlson, R.L.A.
03.15.2012
X/AXXX
X/AXXX
Olmsted Center
Flushing Meadows Corona Park
Flushing, New York 11368
City of New York
Parks & Recreation
SEAL
A-682.00
OB
1 SECTION DETAILSCALE: 1 1/2" = 1'-0"
1 1/2" = 1'-0"
2 SECTION DETAILSCALE: 1 1/2" = 1'-0"
3 SECTION DETAILSCALE: 1 1/2" = 1'-0"
4 SECTION DETAILSCALE: 1 1/2" = 1'-0"
7 SECTION DETAILSCALE: 1 1/2" = 1'-0"10 SECTION DETAIL
SCALE: 1 1/2" = 1'-0"
8 SECTION DETAILSCALE: 1 1/2" = 1'-0"11 SECTION DETAIL
SCALE: 1 1/2" = 1'-0"
12 SECTION DETAILSCALE: 1 1/2" = 1'-0"
5 SECTION DETAILSCALE: 1 1/2" = 1'-0"
9 SECTION DETAILSCALE: 1 1/2" = 1'-0"
N
P
+41'-4"UPPER LEVEL
N
P
P
2.5
U03A
N
P
N
P
9"
212"
934"
212"
81 2"
"STRUCTURAL STL21
2" x 212 HSS POST
BLEACHER BENCH SEAT
BOTTOM OF ALUMINUMCOMPOSITE PANELSURROUND, BEYOND
2 LAYERS 58" GWB ON METALFRAMING
ALUMINUM COMPOSITECLADDING
BLEACHER STEPS, BEYOND
TEMPERED GLASS SET INALUMINUM TRACK
ALL WIRING FOR POWER ANDTEL/DATA TO RUN WITHINMILLWORK SUPPORT WALLSEE 1/A777STRUCTURAL STEEL COLUMNSEE S-181
PLYWOOD W/ PLAM SUPPORTFOR WORK SURFACE, ABOVE
PTD GWBBATT INSULATION
EDGE OF WORK SURFACE,ABOVE
HOLLOW METAL DOOR
ALUMINUM COMPOSITECLADDING1
1"
STEEL COLUMN SEES181
PTD GWB PARTITION
EXPANSION JOINT
1 LAYER GWB ON 4"METAL FRAMING
2 HR FIRE RATEDPARTITION4 LAYER 58" GWB ON 4"METAL STUD
EXTERIOR WALLASSEMBLY REFER TO7/A462 FOR TYPICALNOTES
2 HR FIRE RATEDHOLLOW METAL DOOR
2" SPRAYEDFIREPROOFING ONSTEEL COLUMN,STEEL, NIC
METAL BUILDINGCLADDING & VERTICALSTEEL TUBECONTRACT#2
4" EXPANSION JOINT
S.S. BRAKE METALFASCIA, ALLOWMOVEMENT
4" EXPANSION JOINT
2 LAYERS GWB ON 212"
METAL FRAMING
FLOOR EXPANSIONJOINT COVER, BEYOND
1'-358" 1'-0"4"
PTD GWB ON MTLFRAMING
ALUMINUMCOMPOSITECLADDING
STRUCTURALSTEEL COLUMN SEES-181
GIRT, BEYONDCONTRACT #2
METAL BUILDINGCLADDINGCONTRACT #2
ALIG
N
2 LAYERS GWBON 21
2" METALFRAMING
FLOOR EXPANSIONJOINT COVER, BEYOND
S.S. BRAKE METALFASCIA, ALLOWMOVEMENT
1 LAYER GWB ON 4"METAL FRAMING
PTD GWB ON MTLFRAMING
ALUMINUMCOMPOSITECLADDING
STRUCTURALSTEEL COLUMN SEES-181
1 LAYER GWB ON 4"METAL FRAMING
EXPANSION JOINT
PLYWOOD W/ PLAM SUPPORTFOR WORK SURFACE, ABOVE
MTL-7
MTL-5
GWB-1/P-3
21
934"
212"
934"
212"
6"GWB-1/P-3
GWB-1/P-3
GWB-1/P-3
GWB-1/P-3
MTL-7 GWB-1/P-3
MTL-7 GWB-1/P-3
06A
PTD REVEAL AT DOORUSE P-5
PTD REVEAL AT DOORUSE P-5
PA BOX & TIMING BOX PLAN DETAILS
TR
IM
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E
TR
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E
THE CONSTRUCTION OF A MULTI-PURPOSE INDOOR ATHLETIC FACILITY IN OCEAN BREEZE PARK,
BOUNDED BY QUNITARD STREET, MASON AVENUE AND SEAVIEW HOSPITAL,
BOROUGH OF STATEN ISLAND
PHASE:
REVISIONS:
DATE: REVISION No. REMARKS:
03.15.2012 N.A. N.A.
100% BID DOCUMENTS
WEIDLINGER ASSOCIATES INC.
375 HUDSON STREET
NEW YORK, NEW YORK 10014
T: 212.367.3000 F: 212.367.2910
sageandcoombearchitects12-16 Vestry Street / 5th Floor / New York NY 10013tel 212.226.9600 / fax 212.226.8456www.sageandcoombe.com
MEP ENGINEER:
STRUCTURAL ENGINEER:
ARCHITECT:
PHASE:
GENERAL NOTE:
WORK SHOWN ON EITHER THE ARCHITECTURAL OR THE ENGINEERING DRAWINGS MAY REQUIRE THE
ATTENTION OF MORE THAN ONE PRIME CONTRACTOR. THOUGH THE WORK OF EACH TRADE MAY BE
SHOWN IN SEPARATE SECTIONS OF THE DOCUMENTS, EACH PRIME CONTRACTOR IS RESPONSIBLE FOR
FAMILIARIZING THEMSELVES WITH THE FULL SET OF DOCUMENTS AND THE ASSOCIATED ISSUES OF
COORDINATION AND INTERFACE WITH THE OTHER TRADES.
IT IS THE RESPONSIBILITY OF EACH PRIME CONTRACTOR TO NOTIFY THE OWNER/ARCHITECT OF ANY
CONFLICTS OR DISCREPANCIES, FIELD CONDITIONS OR OTHER MITIGATING CIRCUMSTANCES THAT
WOULD AFFECT THE SUCCESSFUL COMPLETION OF THE SCOPE OF THE WORK OUTLINED IN THESE
DOCUMENTS.
THE GENERAL CONSTRUCTION CONTRACTOR (CONTRACT #R149-108M) SHALL BE RESPONSIBLE FOR THE
COORDINATION AND INTEGRATION OF THE WORK OF ITS SUBCONTRACTORS AND ANY OTHER PRIME
CONTRACTORS THAT MAY BE PRESENT ON THE PROJECT SITE. INASMUCH AS THE COMPLETION OF THE
PROJECT WITHIN THE PRESCRIBED LIMIT OF TIME IS DEPENDENT VERY LARGELY UPON THE CLOSE AND
ACTIVE COOPERATION OF ALL THOSE ENGAGED THEREIN, IT IS THEREFORE EXPRESSLY UNDERSTOOD
AND AGREED THAT THE GENERAL CONSTRUCTION CONTRACTOR AND EACH OF THE OTHER PRIME
CONTRACTORS (CONTRACTS # R149-108M, R149-208M, R149-308M, R149-408M) SHALL LAY OUT AND INSTALL
ITS WORK AT SUCH TIME OR TIMES AND IN SUCH MANNER AS NOT TO DELAY OR INTERFERE WITH THE
CARRYING FORWARD OF THE WORK OF OTHER PRIME CONTRACTORS.
AMBROSINO DEPINTO & SCHMIEDER
275 SEVENTH AVENUE
NEW YORK, NY 10001
T: 212.645.6060 F: 212.645.6533
MKW + ASSOCIATES
39 PARK AVENUE
RUTHERFORD, NEW JERSEY 07070
T: 201.933.7809 F: 201.933.8702
LANDSCAPE ARCHITECT,
SITE PLANNING, AND
URBAN DESIGN:
KEYPLAN:
LIGHTING DESIGN:
HORTON LEES BROGDEN LIGHTING DESIGN
200 PARK AVENUE SOUTH, SUITE 1401
NEW YORK, NY 10003
T: 212.674.5580 F: 212.254.2712
ACOUSTICS, AV, IT,
DATA, & SECURITY:
SHEN, MILSON & WILKE, INC.
417 FIFTH AVENUE, 5TH FLOOR
NEW YORK, NY 10016
T: 212.725.6800 F: 212.725.0864
PROJECT
NORTH
NORTH
LAND USE
CONSULTANT:
RAMPULLA ASSOCIATES ARCHITECTS
153 3rd STREET
STATEN ISLAND, NY 10306
T: 718.987.1310 F: 718.987.1565
LEED
CONSULTANT:
STEVEN WINTER ASSOCIATES
307 7th AVENUE, SUITE 1701
NEW YORK, NY 10001
T: 212.564.5800 F: 212.741.8673
PROJECT TITLE
DRAWING TITLE
DESIGNED BY
REVIEWED-TEAM LEADER
FORESTRY:
DRAWING NO.B-SCAN
CHECKED BY
CONTRACT NO.
DRAWN BY
APPROVED-DIRECTOR
APPROVED-CHIEF ENGINEER
SCALE
APPROVED-DEPUTY CHIEF OF DESIGN
DATE
100% BID DOCUMENTS
Sage and Coombe Architects Peter Coombe, AIA
Kevin Quinn, R.A.Michael Browne, R.L.A.
R149-108M PlaNYC
John NatoliDavid Carlson, R.L.A.
03.15.2012
X/AXXX
X/AXXX
Olmsted Center
Flushing Meadows Corona Park
Flushing, New York 11368
City of New York
Parks & Recreation
SEAL
A-683.00
OB
1 PLAN DETAILSCALE: 1 1/2" = 1'-0"
1 1/2" = 1'-0"
2 PLAN DETAILSCALE: 1 1/2" = 1'-0"5 PLAN DETAIL
SCALE: 1 1/2" = 1'-0"8 PLAN DETAILSCALE: 1 1/2" = 1'-0"
3 PLAN DETAILSCALE: 1 1/2" = 1'-0"
6 PLAN DETAILSCALE: 1 1/2" = 1'-0"9 PLAN DETAIL
SCALE: 1 1/2" = 1'-0"
N
4"
N
4"
11 2"
PER B
LEACHER
MFR
P
4"58" 4"
1'-1
1"
5 8"
5 8"
11 2"
58"
RATED PARTITION
SPRAY ON FIREPROOFING ATPLATFORM AND UNDERSIDEOF DECK, TYP.
BLEACHER PLATFORMSTRUCTURE
BELLY PAN PER BLEACHERMFR
BATT INSULATION
112" ALUMINUM T&G DECKING
PER BLEACHER MFR
+41'-4"UPPER LEVEL
MINERAL WOOL FIRESTOPPING, TYP
MISC. STL ANGLE ANCHOREDTO SLAB
CONC. CONC. ON METALDECK
CARPET
FLOOR EXPANSION JOINTCOVER
BRAKE METAL EXPANSIONJOINT COVER, BEYOND
PP1'-2"4" 1'-2"2"
4"
11 2"
PER B
LEACHER
MFR
4" 1'-2"
112" ALUMINUM T&G DECKING
PER BLEACHER MFR
MINERAL WOOL FIRESTOPPING, TYP
MISC. STL ANGLEANCHORED TO SLAB
CONC. CONC. ON METALDECK
CARPET
FLOOR EXPANSION JOINTCOVER
BRAKE METAL EXPANSIONJOINT COVER, BEYOND
MISC. STL PLATEMISC. STL ANGLE
112" ALUMINUM T&G BLEACHER
DECKING
MINERAL WOOL FIRESTOPPING, TYP
CONC. ON METAL DECK
4" WALL BASECARPET
PTD GWB PARTITION
RETURN GRILLE SEE M-141
RETURN AIR DUCT W/ 2 HR RATED WRAP
1'-1"
BLEACHER DECKING PER
BLEACHER SEATING PERREFER TO 7/A681 FORTYPICAL NOTES
ALUMINUM COMPOSITEPANEL
58" GWB ON MTL STUD
LINE OF BLEACHER STEPS,BEYOND
BLEACHER PLATFORM STRUCTURE
CONDUIT FOR POWER,TEL/DATA
STRUCTURAL STL 212" X 21
2" HSS
CARPETMISC. STL PLATE
TEMPERED GLASS SET INALUMINUM TRACK
SUPPORT FOR WORKSURFACE SEE 5,6/A777
ALUMINUM COMPOSITESURROUND BEYONDSLOPED STRUCTURAL STLHSS POST, BEYOND
BRAKE METAL EXPANSIONJOINT COVER, BEYOND
PTD GWB CEILING
RECESSED LIGHT FIXTURE
SPRINKLER LINE
PROVIDE 4" EXPANSION JOINT @ DUCT
STRUCTURAL STL BEAM SEES181
112" MTL DECKING
ROOF EXPANSION JOINT
PTD GYPSUM EXTERIOR DECKSHEATHING
PTD GWB PARTITION
1'-6"
RECESSEDLIGHT FIXTURE
SPRINKLER LINE
STRUCTURAL STLBEAM SEE S181
MISC. STL 2"X2"ANGLE
ROOF EXPANSION JOINT
PTD GYPSUM EXTERIOR DECKSHEATHING
1 LAYER GWB ON 4" MTLSTUD
MISC. STL PLATE
112" MTL DECKING
RECESSEDLIGHT FIXTURE
STRUCTURALSTL BEAM SEES181
ROOF EXPANSION JOINT
PTD GYPSUM EXTERIORDECK SHEATHING
1 LAYER GWB ON 4" MTLSTUD
112" MTL DECKING
S.S. BRAKE METALFASCIA, ALLOWMOVEMENT
RETURN DUCT W/ 2HR RATED WRAP
PTD GWB PARTITION
N
4"58" 4"1'-6"4"
58" 4"1'-6"
TEMPERED GLASS SET INALUMINUM TRACK
ALUMINUM COMPOSITESURROUND BEYOND
SLOPED MISC. STLHSS POST, BEYOND
PTD GWB CEILING& FASCIA
RECESSED LIGHT FIXTURE
112" MTL DECKING
STRUCTURAL STL BEAMSEE S181
MISC. STL HSS POST2'-012"
BLEACHER PLATFORMSTRUCTURE
BLEACHER POST BEYOND
BELLY PAN PER BLEACHER MFR
BATT INSULATION
112" ALUMINUM T&G BLEACHER
DECKING
CARPET REDUCER
CARPET TILE
HOLLOW METAL DOOR
02B
U03B&
EDGE OF DOOR FRAME,BEYOND
EDGE OF ALUMINUMCOMPOSITE PANEL, BEYOND
BLEACHER POST BEYOND
BELLY PAN PER BLEACHER MFR
BATT INSULATION
112" ALUMINUM T&G BLEACHER
DECKING
CARPET
RETURN GRILLE SEE M-141
4" WALL BASE
PTD GWB ON MTL FRAMING
ALUMINUM COMPOSITEPANEL
ALUMINUM COMPOSITEPANEL
HOLLOW METAL DOOR
PTD GWB CEILING
ALUMINUM COMPOSITEPANEL, BEYOND
STRUCTURAL STL BEAM SEES181
112" MTL DECKING
58"6"
58"
ALUMINUM COMPOSITEPANEL
PTD GWB CEILING
STRUCTURAL STL BEAM SEES181
112" MTL DECKING
PTD GWB PARTITION
PTD GYPSUM EXTERIOR DECK SHEATHINGPTD GYPSUM EXTERIOR DECKSHEATHING
RATED PARTITION
BLEACHER PLATFORMSTRUCTURE
BATT INSULATION
BELLY PAN PER BLEACHER MFR
RATED PARTITION
BLEACHER PLATFORMSTRUCTURE
BATT INSULATION
BELLY PAN PER BLEACHER MFR
BRAKE METAL EXPANSIONJOINT COVER, BEYOND
PTD GWB CEILING
S.S. BRAKE METALFASCIA, ALLOWMOVEMENT
21
STRUCTURAL STL BEAM,CONTRACT #2
SPRAY ON FIREPROOFING ATPLATFORM AND UNDERSIDEOF DECK, TYP.
2121
SPRAY ON FIREPROOFING ATPLATFORM AND UNDERSIDEOF DECK, TYP.
MTL-7
MTL-5
MTL-5
MTL-7
SPRAY ON FIREPROOFING ATPLATFORM AND UNDERSIDE OFDECK, TYP.
PTD GYPSUM EXTERIORDECK SHEATHING
SPRAY ON FIREPROOFING ATPLATFORM AND UNDERSIDEOF DECK, TYP.
SPRAY ON FIREPROOFING ATPLATFORM AND UNDERSIDEOF DECK, TYP.
BLEACHER PLATFORMSTRUCTURE
PTD REVEAL AT DOORUSE P-5
MTL-7MTL-7
SPRAY ONFIREPROOFING, TYP
PA BOX & TIMING BOX SECTION DETAILS
TR
IM
H
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E
TR
IM
H
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E
THE CONSTRUCTION OF A MULTI-PURPOSE INDOOR ATHLETIC FACILITY IN OCEAN BREEZE PARK,
BOUNDED BY QUNITARD STREET, MASON AVENUE AND SEAVIEW HOSPITAL,
BOROUGH OF STATEN ISLAND
PHASE:
REVISIONS:
DATE: REVISION No. REMARKS:
03.15.2012 N.A. N.A.
100% BID DOCUMENTS
WEIDLINGER ASSOCIATES INC.
375 HUDSON STREET
NEW YORK, NEW YORK 10014
T: 212.367.3000 F: 212.367.2910
sageandcoombearchitects12-16 Vestry Street / 5th Floor / New York NY 10013tel 212.226.9600 / fax 212.226.8456www.sageandcoombe.com
MEP ENGINEER:
STRUCTURAL ENGINEER:
ARCHITECT:
PHASE:
GENERAL NOTE:
WORK SHOWN ON EITHER THE ARCHITECTURAL OR THE ENGINEERING DRAWINGS MAY REQUIRE THE
ATTENTION OF MORE THAN ONE PRIME CONTRACTOR. THOUGH THE WORK OF EACH TRADE MAY BE
SHOWN IN SEPARATE SECTIONS OF THE DOCUMENTS, EACH PRIME CONTRACTOR IS RESPONSIBLE FOR
FAMILIARIZING THEMSELVES WITH THE FULL SET OF DOCUMENTS AND THE ASSOCIATED ISSUES OF
COORDINATION AND INTERFACE WITH THE OTHER TRADES.
IT IS THE RESPONSIBILITY OF EACH PRIME CONTRACTOR TO NOTIFY THE OWNER/ARCHITECT OF ANY
CONFLICTS OR DISCREPANCIES, FIELD CONDITIONS OR OTHER MITIGATING CIRCUMSTANCES THAT
WOULD AFFECT THE SUCCESSFUL COMPLETION OF THE SCOPE OF THE WORK OUTLINED IN THESE
DOCUMENTS.
THE GENERAL CONSTRUCTION CONTRACTOR (CONTRACT #R149-108M) SHALL BE RESPONSIBLE FOR THE
COORDINATION AND INTEGRATION OF THE WORK OF ITS SUBCONTRACTORS AND ANY OTHER PRIME
CONTRACTORS THAT MAY BE PRESENT ON THE PROJECT SITE. INASMUCH AS THE COMPLETION OF THE
PROJECT WITHIN THE PRESCRIBED LIMIT OF TIME IS DEPENDENT VERY LARGELY UPON THE CLOSE AND
ACTIVE COOPERATION OF ALL THOSE ENGAGED THEREIN, IT IS THEREFORE EXPRESSLY UNDERSTOOD
AND AGREED THAT THE GENERAL CONSTRUCTION CONTRACTOR AND EACH OF THE OTHER PRIME
CONTRACTORS (CONTRACTS # R149-108M, R149-208M, R149-308M, R149-408M) SHALL LAY OUT AND INSTALL
ITS WORK AT SUCH TIME OR TIMES AND IN SUCH MANNER AS NOT TO DELAY OR INTERFERE WITH THE
CARRYING FORWARD OF THE WORK OF OTHER PRIME CONTRACTORS.
AMBROSINO DEPINTO & SCHMIEDER
275 SEVENTH AVENUE
NEW YORK, NY 10001
T: 212.645.6060 F: 212.645.6533
MKW + ASSOCIATES
39 PARK AVENUE
RUTHERFORD, NEW JERSEY 07070
T: 201.933.7809 F: 201.933.8702
LANDSCAPE ARCHITECT,
SITE PLANNING, AND
URBAN DESIGN:
KEYPLAN:
LIGHTING DESIGN:
HORTON LEES BROGDEN LIGHTING DESIGN
200 PARK AVENUE SOUTH, SUITE 1401
NEW YORK, NY 10003
T: 212.674.5580 F: 212.254.2712
ACOUSTICS, AV, IT,
DATA, & SECURITY:
SHEN, MILSON & WILKE, INC.
417 FIFTH AVENUE, 5TH FLOOR
NEW YORK, NY 10016
T: 212.725.6800 F: 212.725.0864
PROJECT
NORTH
NORTH
LAND USE
CONSULTANT:
RAMPULLA ASSOCIATES ARCHITECTS
153 3rd STREET
STATEN ISLAND, NY 10306
T: 718.987.1310 F: 718.987.1565
LEED
CONSULTANT:
STEVEN WINTER ASSOCIATES
307 7th AVENUE, SUITE 1701
NEW YORK, NY 10001
T: 212.564.5800 F: 212.741.8673
PROJECT TITLE
DRAWING TITLE
DESIGNED BY
REVIEWED-TEAM LEADER
FORESTRY:
DRAWING NO.B-SCAN
CHECKED BY
CONTRACT NO.
DRAWN BY
APPROVED-DIRECTOR
APPROVED-CHIEF ENGINEER
SCALE
APPROVED-DEPUTY CHIEF OF DESIGN
DATE
100% BID DOCUMENTS
Sage and Coombe Architects Peter Coombe, AIA
Kevin Quinn, R.A.Michael Browne, R.L.A.
R149-108M PlaNYC
John NatoliDavid Carlson, R.L.A.
03.15.2012
X/AXXX
X/AXXX
Olmsted Center
Flushing Meadows Corona Park
Flushing, New York 11368
City of New York
Parks & Recreation
SEAL
A-684.00
OB
1 SECTION DETAILSCALE: 1 1/2" = 1'-0"
1 1/2" = 1'-0"
2 SECTION DETAILSCALE: 1 1/2" = 1'-0"
4 SECTION DETAILSCALE: 1 1/2" = 1'-0"
5 SECTION DETAILSCALE: 1 1/2" = 1'-0"
7 SECTION DETAILSCALE: 1 1/2" = 1'-0"
8 SECTION DETAILSCALE: 1 1/2" = 1'-0"
10 SECTION DETAILSCALE: 1 1/2" = 1'-0"
11 SECTION DETAILSCALE: 1 1/2" = 1'-0"
3 SECTION DETAILSCALE: 1 1/2" = 1'-0"
6 SECTION DETAILSCALE: 1 1/2" = 1'-0"
9 SECTION DETAILSCALE: 1 1/2" = 1'-0"
12 SECTION DETAILSCALE: 1 1/2" = 1'-0"